<abstract xmlns="http://www.w3.org/1999/xhtml"><p> This paper analyzes two approaches to serviceability limit state (SLS) verification for the deep excavation boundary value problem. The verification is carried out by means of the finite element (FE) method with the aid of the commercial program ZSoil v2014. In numerical simulations, deep excavation in non-cohesive soil is supported with a diaphragm wall. In the first approach, the diaphragm wall is modeled with the Hookean material assuming reduced average stiffness and possible concrete cracking. The second approach is divided into two stages. In the first stage, the wall is modeled by defining its stiffness with the highest nominal Young’s modulus. The modulus makes it possible to find design bending moments which are used to compute the minimal design cross-section reinforcement for the retaining structure. The computed reinforcement is then used in a non-linear structural analysis which is viewed as the “actual” SLS verification.</p><p>In the second part, the paper examines the same boundary value problem assuming that the excavation takes place in quasi-impermeable cohesive soils, which are modeled with the Hardening Soil model. This example demonstrates the consequences of applying the steady-state type analysis for an intrinsically time-dependent problem. The results of this analysis are compared to the results from the consolidation-type analysis, which are considered as a reference. For both analysis types, the two-phase formulation for partially- saturated medium, after Aubry and Ozanam, is used to describe the interaction between the soil skeleton and pore water pressure.</p></abstract>

This paper analyzes two approaches to serviceability limit state (SLS) verification for the deep excavation boundary value problem. The verification is carried out by means of the finite element (FE) method with the aid of the commercial program ZSoil v2014. In numerical simulations, deep excavation in non-cohesive soil is supported with a diaphragm wall. In the first approach, the diaphragm wall is modeled with the Hookean material assuming reduced average stiffness and possible concrete cracking. The second approach is divided into two stages. In the first stage, the wall is modeled by defining its stiffness with the highest nominal Young’s modulus. The modulus makes it possible to find design bending moments which are used to compute the minimal design cross-section reinforcement for the retaining structure. The computed reinforcement is then used in a non-linear structural analysis which is viewed as the “actual” SLS verification.In the second part, the paper examines the same boundary value problem assuming that the excavation takes place in quasi-impermeable cohesive soils, which are modeled with the Hardening Soil model. This example demonstrates the consequences of applying the steady-state type analysis for an intrinsically time-dependent problem. The results of this analysis are compared to the results from the consolidation-type analysis, which are considered as a reference. For both analysis types, the two-phase formulation for partially- saturated medium, after Aubry and Ozanam, is used to describe the interaction between the soil skeleton and pore water pressure.

Selected aspects of designing deep excavations

PhD Eng. Geotechnical computer consultant, Karakas & Français,

MSc candidate, École Polytechnique Fédérale de Lausanne,

PhD Eng. Cracow University of Technology,

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

{"article-title":"Selected aspects of designing deep excavations"}

This paper analyzes two approaches to serviceability limit state (SLS) verification for the deep excavation boundary value problem. The verification is carried...

Selected aspects of designing deep excavations

Pubblicato online: 08 nov 2016

Pagine: 49 - 66

DOI: https://doi.org/10.1515/sgem-2016-0024

Parole chiave
deep excavation, serviceability limit state, steady-state analysis, consolidation analysis, undrained behavior analysis, ZSoil PC

© by Rafał F. Obrzud

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Selected aspects of designing deep excavations

Pubblicato online: 08 nov 2016

Pagine: 49 - 66

DOI: https://doi.org/10.1515/sgem-2016-0024

Parole chiavedeep excavation, serviceability limit state, steady-state analysis, consolidation analysis, undrained behavior analysis, ZSoil PC

© by Rafał F. Obrzud

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Parole chiave
deep excavation, serviceability limit state, steady-state analysis, consolidation analysis, undrained behavior analysis, ZSoil PC